PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/18/12 EST. NO.06 TIME 07:06 AM R.E. NAME: SAM DHALIWAL 06-0L6404 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 005 0004 8,766.02 A.C. @ U.P.(+) 081612 N 5 0 006 0003 -72,805.81 A.C. @ U.P.(-) 083112 N 3 0 -64,039.79 TOTAL THIS ESTIMATE -89,029.34 TOTAL PREVIOUS ESTIMATE -153,069.13 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 09/18/12 EST. NO.06 TIME 07:06 AM R.E. NAME: SAM DHALIWAL 06-0L6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPEC -5,000.00 05 25% MISS CPM -1,321,487.63 05 0.00 -1,326,487.63 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 04 RECD PYRL #4 3,000.00 06 3,000.00 0.00 TOTAL DEDUCTIONS 3,000.00 -1,326,487.63 PROGRAM CAS145 PAGE 1 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 07:06 AM ESTIMATE NO. 06 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/18/12 LOCATION PROGRESS ESTIMATE 06-KER-99-R28.4/R43.9 ----------------- SECURITY PAVING COMPANY INC IN KERN COUNTY IN BAKERSFIELD FROM P O BOX 1489 BEARDSLEY CANAL BRIDGE TO ROUTE SUN VALLEY CA 913531489 46/99 SEPARATION FED. AID NO. ACNH-P099(551)E REPLACE EXISTING PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.000 0.00 002 TIME-RELATED OVERHEAD LS 600,000.0000 1,600,000.00 0.064 102,400.00 0.376 601,600.00 003 CONSTRUCTION SITE MANAGEMENT LS 49,800.0000 49,800.00 0.064 3,187.20 0.376 18,724.80 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.5000 2,100.00 0.000 0.00 006 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 32,000.00 2.000 6,400.00 007 MOVE-IN/MOVE-OUT EA 420.0000 2,100.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 008 TEMPORARY DRAINAGE INLET PROTECTION EA 145.0000 11,310.00 60.000 8,700.00 009 STREET SWEEPING LS 42,600.0000 42,600.00 0.064 2,726.40 0.376 16,017.60 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.064 1,600.00 0.376 9,400.00 011 TEMPORARY SOIL BINDER SQYD 0.2500 50,000.00 0.000 0.00 012 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 1.000 2,000.00 013 CONSTRUCTION AREA SIGNS LS 68,250.0000 68,250.00 0.043 2,934.75 0.367 25,047.75 014 TRAFFIC CONTROL SYSTEM LS 117,000.0000 1,117,000.00 0.064 71,488.00 0.376 419,992.00 015 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.1000 684,600.00 0.000 0.00 016 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 13.1200 9,971.20 126.000 1,653.12 1,638.000 21,490.56 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5800 494,740.00 22,123.000 12,831.34 202,577.200 117,494.78 018 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 144,540.00 180.000 5,940.00 1,290.000 42,570.00 019 TEMPORARY PAVEMENT MARKER EA 4.2000 144,060.00 5,663.000 23,784.60 24,783.000 104,088.60 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.064 4,800.00 0.376 28,200.00 021 TEMPORARY RAILING (TYPE K) LF 5.3500 3,557,750.00 20,240.000 108,284.00 231,600.000 1,239,060.00 022 TEMPORARY CRASH CUSHION MODULE EA 180.0000 81,000.00 -70.000 -12,600.00 266.000 47,880.00 PROGRAM CAS145 PAGE 2 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 07:06 AM ESTIMATE NO. 06 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.4700 398,560.00 103,475.750 48,633.60 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 20,539.00 45,578.250 21,421.78 025 REMOVE PAVEMENT MARKER EA 0.6800 22,712.00 2,904.000 1,974.72 21,632.000 14,709.76 026 REMOVE ROADSIDE SIGN EA 53.0000 530.00 0.000 0.00 027 REMOVE CONCRETE PAVEMENT CY 11.1000 1,531,800.00 7,149.800 79,362.78 21,157.100 234,843.81 028 RECONSTRUCT METAL BEAM GUARD RAILING LF 26.7500 158,092.50 2,351.500 62,902.63 4,788.500 128,092.38 029 RESET ROADSIDE SIGN EA 158.0000 790.00 0.000 0.00 030 ADJUST INLET TO GRADE EA 1,550.0000 74,400.00 32.000 49,600.00 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 34,450.00 0.000 0.00 032 REMOVE CONCRETE BARRIER LF 100.0000 1,200.00 0.000 0.00 033 REMOVE TRANSITION RAILING EA 368.0000 1,472.00 0.000 0.00 034 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 0.062 1,860.00 0.750 22,500.00 035 ROADWAY EXCAVATION CY 14.6000 6,263,400.00 41,876.500 611,396.90 239,413.700 3,495,440.02 036 ROADWAY EXCAVATION (TYPE Z-2) CY 88.7000 3,973,760.00 458.500 40,668.95 21,587.000 1,914,766.90 (AERIALLY DEPOSITED LEAD) 037 LEAD COMPLIANCE PLAN LS 5,800.0000 5,800.00 0.750 4,350.00 038 IMPORTED MATERIAL (SHOULDER BACKING) TON 16.0000 172,800.00 1,620.000 25,920.00 1,620.000 25,920.00 039 PRUNE EXISTING PLANTS LS 88,700.0000 88,700.00 1.000 88,700.00 040 EROSION CONTROL (COMPOST BLANKET) CY 38.3000 409,810.00 0.000 0.00 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 390.0000 1,950.00 0.000 0.00 042 CLASS 2 AGGREGATE SUBBASE CY 16.4500 2,039,800.00 10,461.000 172,083.45 26,318.200 432,934.39 043 CLASS 2 AGGREGATE BASE CY 17.9000 2,702,900.00 7,131.000 127,644.90 135,182.300 2,419,763.17 044 HOT MIX ASPHALT TON 69.3500 15,881,150.00 10,523.600 729,811.66 130,404.820 9,043,574.27 045 RUMBLE STRIP STA 12.8000 20,480.00 0.000 0.00 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.1000 53,940.00 0.000 0.00 047 PLACE HOT MIX ASPHALT SQYD 40.0000 2,280.00 0.000 0.00 (MISCELLANEOUS AREA) 048 TACK COAT TON 600.0000 234,000.00 36.200 21,720.00 049 CONTINUOUSLY REINFORCED CONCRETE CY 136.0000 19,720,000.00 11,775.200 1,601,427.20 15,991.400 2,174,830.40 PAVEMENT PROGRAM CAS145 PAGE 3 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 07:06 AM ESTIMATE NO. 06 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTINUOUSLY REINFORCED CONCRETE LF 15.7500 9,135.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE D) 051 CONTINUOUSLY REINFORCED CONCRETE LF 119.0000 47,600.00 28.000 3,332.00 28.000 3,332.00 PAVEMENT (PAVEMENT ANCHOR) 052 CONTINUOUSLY REINFORCED CONCRETE LF 414.0000 165,600.00 28.000 11,592.00 28.000 11,592.00 PAVEMENT (EXPANSION JOINT, TYPE WF) 053 JOINTED PLAIN CONCRETE PAVEMENT CY 111.8500 4,317,410.00 8,948.600 1,000,900.91 8,948.600 1,000,900.91 054 SHOULDER RUMBLE STRIP STA 46.4000 57,536.00 0.000 0.00 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 055 CONTINUOUSLY REINFORCED CONCRETE CY 209.9000 3,043,550.00 2,508.200 526,471.18 2,508.200 526,471.18 PAVEMENT (RAPID STRENGTH CONCRETE) 056 SEAL PAVEMENT JOINT LF 1.8500 527,250.00 3,152.000 5,831.20 3,152.000 5,831.20 057 SEAL ISOLATION JOINT LF 5.7000 1,356,600.00 14,150.400 80,657.28 14,150.400 80,657.28 058 DOWEL BAR (DRILL AND BOND) EA 14.0000 19,600.00 0.000 0.00 059 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 343.0000 548,800.00 1,255.322 430,575.45 060 GRIND EXISTING CONCRETE SQYD 5.0000 1,110,000.00 222,542.000 1,112,710.00 PAVEMENT 061 MINOR CONCRETE (MINOR STRUCTURE) CY 2,400.0000 21,600.00 0.000 0.00 (F) 062 JOINT SEAL (MR 1 1/2", TYPE B) LF 82.0000 32,800.00 0.000 0.00 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6000 3,168.00 0.000 0.00 (0.063"-FRAMED) 064 ROADSIDE SIGN - TWO POST EA 389.0000 3,890.00 0.000 0.00 065 24" REINFORCED CONCRETE PIPE LF 365.0000 76,650.00 72.000 26,280.00 066 STEEL FLARED END SECTION EA 800.0000 2,400.00 0.000 0.00 067 ROCK SLOPE PROTECTION CY 300.0000 2,400.00 0.000 0.00 (NO. 1, METHOD B) 068 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 350.00 0.000 0.00 069 MISCELLANEOUS IRON AND STEEL LB 2.5000 3,945.00 0.000 0.00 (F) 070 SURVEY MONUMENT EA 600.0000 20,400.00 0.000 0.00 071 TRANSITION RAILING (TYPE STB) EA 3,412.0000 13,648.00 0.000 0.00 072 TRANSITION RAILING (TYPE WB) EA 3,255.0000 55,335.00 1.000 3,255.00 2.000 6,510.00 073 TRANSITION RAILING (TYPE DTB) EA 3,780.0000 30,240.00 0.000 0.00 074 END ANCHOR ASSEMBLY (TYPE SFT) EA 683.0000 4,781.00 1.000 683.00 075 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,415.0000 50,715.00 1.000 2,415.00 2.000 4,830.00 PROGRAM CAS145 PAGE 4 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 07:06 AM ESTIMATE NO. 06 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 CONCRETE BARRIER (TYPE 60) LF 300.0000 3,600.00 0.000 0.00 077 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 83,210.00 0.000 0.00 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 162,750.00 0.000 0.00 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 17,010.00 0.000 0.00 080 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 114,330.00 0.000 0.00 (BROKEN 36-12) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 1,332.00 0.000 0.00 (BROKEN 17-7) 082 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.1500 1,039.50 0.000 0.00 083 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 43,260.00 0.000 0.00 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.064 960.00 0.376 5,640.00 SYSTEM ELEMENTS DURING CONSTRUCTION 085 DETECTOR LOOP LS 52,500.0000 52,500.00 0.463 24,307.50 086 MODIFY VEHICLE CLASSIFICATION STATION LS 98,175.0000 98,175.00 0.366 35,932.05 087 TRAFFIC MONITORING STATION LS 60,585.0000 60,585.00 0.578 35,018.13 088 CLOSED CIRCUIT TELEVISION SYSTEM LS 19,110.0000 19,110.00 0.492 9,402.12 089 RETROFIT CHANGEABLE MESSAGE SIGN SYSTEM LS 83,475.0000 83,475.00 0.000 0.00 090 MODIFY LIGHTING AND SIGN ILLUMINATION LS 88,510.0000 88,510.00 0.156 13,807.56 0.806 71,339.06 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 092 END OF QUEUE WARNING AND SERVICE PATROL LS 538,000.0000 538,000.00 0.064 34,432.00 0.376 202,288.00 PROGRAM CAS145 PAGE 5 DATE 09/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0L6404 TIME 07:06 AM ESTIMATE NO. 06 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 09/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,469,736.73 26,447,016.45 ADJUSTMENT OF COMPENSATION -64,039.79 -153,069.13 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,405,696.94 26,293,947.32 093 MOBILIZATION LS 800,000.0000 7,800,000.00 0.950 7,410,000.00 ORIGINAL CONTRACT AMOUNT 82,759,426.20 TOTAL WORK COMPLETED 5,405,696.94 33,703,947.32 MATERIALS ON HAND ON SITE 201,757.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,000.00 -1,326,487.63 TOTAL 5,408,696.94 32,579,217.37 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/14/12 250 04/02/12 04/09/12 05/03/13 99 17 0 0 39% 40% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/18/12